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040-1244-80-000
i ' ST. CROIX COUNTY ZOrUNG DEPART AS BUILT SANITARY REPORT=` M Owner Property Address .27o sf . .4,.a/r,o D� CitylState , fvn4�_ �..r 47 5f Legal Description:° Lot Block Subdivision/CSM # S u /V4 A/a; t /4, Sec. lc(. , T:2YN -R /Y W, Town of t .w_ - - .SIN # r- Z2 yY SEPTIC TANK -- DOSE CHAMBER — H OLDING TANK INFORMATION Tank manufacturer WP( sy Size OPC U Sri Setback from: House -3 Well t sa P/L Jr ' Pump manufacturer Model Alarm location (HOLDING TANKS ONLY) Setbacks: Service road Vent to fresh air intake Water Line _ Meter location Alarm location SOIL ABSORPTION SYSTEM Type of system: Width Length _fir Number of Trenches _.2 Setback from: House - `f s' Well f rd P/L .2a' Vent to fresh air intake -yr-j`o ELEVATIONS Description of benchmark 0«k *a-, �,.. � �� _.. � Elevation /ay. S-V Description of alternate benchmark �Qah4S ,F-,s .,r� Elevation ow. r Building Sewer 5 : 1 - OS/HT Inlet yy /.g S7' Outlet `l7- f PC Inlet PC Bottom Header/Manifold 9T• r7 Top of ST/PC Manhole Cover F4.�g Distribution Lines ( ) _ y - _ O f 7 Bottom of System Final Grade O O ( ) Date of installation Permit number 3 State plan number Plumber's signature , / License number Y.� 4�/ Date Inspector Complete plot plan i 1 wO a 1 i 3 All Ilk r f In { " Oool � t ( i } �J Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM y: Sllfety and Buildings Division Count INSPECTION REPORT St. Croix . 41'ENERAL INFORMATION (ATTACH TO PERMIT) Sanitary Permit No.: ,personal information you provice may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. 344507 Permit Holder's Name: ❑ City ❑ Village ❑ own of: State Plan ID No.: ' Kootenia Homes Town of Troy CST BM Elev.; Insp. BM Elev.: BM Description: Parcel Tax No.: is Qyw Z e ,,, 040 - 1244 -80 -000 % TANK INFORMATION ELEVATI N DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic Benchmar (a) (.21 1o6 p�• 84a Dosing Alt. BM 5.56 too-61i, Aeration Bldg. Sewer bo 98.52 Holding St/ Ht Inlet - -46 r f8• /6 TANK SETBACK INFORMATION St/ Ht Outlet TANK TO P/ L WELL BLDG. Ventto ROAD 9* g ri l et Air Intake Septic g r Z s' NA r 14 04101M Dosing NA Header/ Man. Aeration NA Dist. Pipe 8' 7Z R4•3fi . 85 • � Holding Bot. System o. 3 PUMP/ SIPHON INFORMATION Final Grade m • 100.0 r Manufact Deman St cover (, •S3 qQ. 56 Model Number GPM TDH Lift Fricti SF�rs TDH Ft Forcema' Length I Dia. Dist. To well SOIL ABSORPTION SYSTE 2 BBB TRENCH Width I Len th r No. Of T enches PIT No. Of Pits Inside Dia. Liquid Depth DIM S IME I N SYSTEM TO P / L BLDG WELL LAKE / STREAM LEACHING Manufacturer: SETBACK CHAMBER - 4� '&�� w INFORMATION Type O Mode Number: System: CPA • oZ ( 55 OR UNIT DISTRIBUTION SYSTEM Header/Manifold ' L W Distribution Pipe(s) x Hole Size x Hole Spacing Vent To Air Intake Lengthf-yaw: Dia. `T Length Dia. — Spacing 1,55 SOIL COVER x Pressure Systems Only xx Mound Or At -Grade Systems Only Depth Over 7Trench h Over xx Depth Of xx Seeded/ Sodded T Mulched Bed /Trench Center Edges Topsoil E] Yes ❑ No Yes ❑ No COMMENTS: (Include code discrepancies, persons present, etc.) Inspection #1: It / 3/99 Inspection #2: Location: 270 St. Andrews Drive, Hudson, WI (SW 1/4, NW 1/4, Section 19 T28N -R19W) - 19.28.19.1250 1.) Alt BM Description = bow"'^^ s " "'` �t 1 '`°'""Q Qe- • 2.) Bldg sewer length= .2 - amount of cover = > tg S,14 tt ' Plan revision required? ❑ Yes Do No Use other side for additional information. 1 6 11 1 0 3 1 0 0 2 SBD -6710 (8.3/97) Date Inspector's Signature Cert. No. 1 Safety and Buildings Division * PERMIT APPLICATION 2 01 W. Washington Avenue n In accord with ILHR 83.05, Wis. Adm. Code P O Box 7302 P(,epartment of Commerce Madison, WI 53707 -7302 • Attach complete plans (to the county copy only) for the system, on paper not less County ,than 81/2 x 11 inches in size. ST_ (_ P.I)I k • See reverse side for instructions for completing this application State Sanitary Permit NN Personal information you provide may be used for secondary purposes []Check if revision r d,§� anon [Privacy Law, s. 15.04 (1) (m)]. State Plan I.D. Number I. APPLICATION INFORMATION - PLEASE PRINT ALL INF RMATI N PrD� erty Owner Name '} Propert Location /� fyG G°vt - Av".'r 5 5(„/1/4 hW1/4, S let T _7.y r N, R j4 E (Or , Property Owner's Mailing Address Lot Number Block Number r 7' d 4 (/ 3' Cit , State Zip Code Phone Number Subdivision Name ore9M Nombre, o )7fi .23ctf tv 0114 3 ,_ II. TYPE OF BUILDING: (check one) ❑ State Owned a cit 7 earest Road Public '1 or 2 Family Dwelling No. of bedrooms 0 Village - e own OF ✓ICriYwS 111. BUILDING USE (if building type is public, check all thata I) Parcel Tax Number(s) n A� 14 _ tv5 9 YP P apply) )q, !� D 1 ❑ Apartment/Condo hyq 0 4 cl — S ' 2 ❑ Assembly Hall 6 ❑ Medical Facility/ Nursing Home 10 ❑ Outdoor Recreational Facility 3 ❑ Campground 7 ❑ Merchandise: Sales/ Repairs 11 ❑ Restaurant/ Bar/ Dining 4 ❑ Church/School . 8 ❑ Mobile Home Park 12 ❑ Service Station/ Car Wash 5 ❑ Hotel / Motel 9 ❑ Office/ Factory 13 ❑ Other: specify IV. TYPE OF PERMIT: (Check only one box on line A. Check box on line B, if applicable) A) 1 New 2, ❑ Replacement 3_ ❑ Replacement of 4_ ❑ Reconnection of 5. ❑ Repair of an System ________System _____________Tank Only____ Ex - System ________ Existing -- -- - yytem B) ❑ A Sanitary Permit was previously issued. Permit Number Date Issued V. TYPE OF SYSTEM: (Check only one) Non - Pressurized Distribution Pressurized Distribution Experimental Other i i ❑ Seepage Bed 21 ❑ Mound 30 ❑ Specify Type 41 [] Holding Tank 12 Seepage Trench 22 E] In-Ground Pressure sc�pcM 42 E] Pit Privy 13 ❑ Seepage Pit j i L, 43 ❑ Vault Privy 14 ❑ System -In -Fill ?.� 3`x ?5 ` ;t e 3 1. ug VI. ABSORPTION SYSTEM INFORMATION: 1. Gallons Per Day 2. Absorp. Area 3. Absorp. Area 4. Loading Rate S. Perc. Rate 6. System Elev. 7. Final Grade Required (sq. ft.) Proposed (sq. ft.) (Gals/day /sq. ft.) (Min. /inch) Elevation C 75 73 eet Feet Capacit VII. TANK in Ca allon Total # of Prefab. Site Fiber- Exper. INFORMATION g Gallons Tanks Manufacturers Name Concrete Con- Steel glass Plastic APP New Existing structed Tanks Tanks Septic T IZ,Tn 1 C/t/C'tS -ti ❑ ❑ ❑ ❑ ❑ Lift Pump Tank /Siphon Chamber ❑ ❑ ❑ 1 ❑ 1 ❑ ❑ VI11. RESPONSIBILITY STATEMENT I, the undersigned, assume responsibility for installation of the onsite sewage system shown on the attached plans. Plumber's Name: (Print Plumb 's S n ture: (No Stamps) MP /MPRSW No.: Business Phone Number: T al-y'd � Plumber's Address (Street, City, Slate Zip Code): ry6 IX. COUNTY/ DEPARTMENT USE ONL ❑ Disapproved Sanitary Permit Fee (includes Groundwa I ssued Issuing Age i ure (No Stamps) d ❑ pprove Owner Given Initial c-90-s- Surcharge Fee) e�,l9 Adverse Determination M GE� X. C ONDITIONS OF APPROVAL / REASONS FOR DISAPPROVAL: SBD- 6398 (R.1 1/97) DISTRIBUTION: Original to County, One copy To: Safety & Buildings Division, Owner, Plumber r f ^{ r _ - - - - . .... i I i _ 1 , U I iA IF ! • � 1 i ll/ o a k -. �. I � O 07 � } w•rscorm Department of commerce SOIL AND SITE EVALUATION Page 1 of 3 Wision of Safety and Buildings in accord with Comm 83.05, Wis. Adm. Code En%tal By Iaesign Mach complete site plan on paper not less than 8% x 11 inches in size. Plan must County include, Ixrt not limited to vertical and horizontal reference point (9M), direction and percent slope, scale or dimensions, north arrow, and location and distance to nearest road. $t. Cro Parcel LD.# APPLICANT INFORNIAMON - P se prihfaddiAormafion. 19 - 28 - 19 - 1250 Personal irrfornwbm you provide may be mcmdoy Wrpo— (Privacy law, s. 15.04 (1) (m)). Reviewed By Date Property Owner Property Location Kootenia Homes Govt Lot SW 1/4 NW 1/4 S 19 T 28 N,R 19 W Properly Owner's Mafffng Address Lot # j Bloat # Subd. Name or CSM# 7975 Afton Rd 8 - Troy Ydl city State Zp C O PhopeNumber ❑ City u vil lage E]Town Nearest Road Saint Paul MN 55125 Tro St Andrews Drive M New Construction Use: 'Residential / Number of bedrooms 4 UAddition to existing building [:1 Replacement [–] Public or commercial describe Code Derived daily flow 600 gpd Recommended design loading rate .7 bed, gpd/W -8 trench, gpdW Absorp area required 857 bed, fly 750 trench, ff Maximum design loading rate .7 bed, gpdr .8 tr ench, gpdff Recommended infilb surface elevabon(s) 96.70 ft (as referred to site plan benchmar Additional design / site consideration Soil test being done so as to accomodate a deeper sysWaL ... Same site plan as 11 -13 -97 for Derick Construction Parent material LOESS OVER OUTWASH SAND Flood plain elevation, if applicable NA ft S= Suttabte for system Conventional Mound In -Ground Pressure AT Gsade System in Fill Holding Tank y U= Unsuitable fbr s ® S o u p ®Sou ® s o U J N Sot) o S 1A u O S ® U SOIL DESCRIPTION REPORT Boring# Horizon D Ut I Domi urtsell I Qu. Color Texture I S tructure c Sz Sh. IConsisle Boundary 1 Roots 1 Trench 1 1 0 -16 1 10yr211 1 - I 1 1 2msbk I lnft 1 gw I 2f 1 5 ,6 2 1 45 1O)T4/4 _ ail, 1Iahv m+l my if 2 T Ground 3 1 45 -511 10yr4 /4 - s Osg rid ( gw - .7 .8 elev 101.36 It 4 1 51 -59 7.5yr4/6 - Is I 2msbk 1 mvfr gw - .7 8 Depth to 5 59 -72 7.5yr4/6 - gcs Osg ml gw - .7 .8 limiting factor 6 72 -140 7.5yr4/6 - s OSg ml - - .7 .8 >140" Remarks: 2 1 0-20 I 10yr211 - I 1 I 2msbk I mfr I gw 2f .5 i .6 2 1 20-28 1 1 Oyr4/4 1 1 sill 1 1 esbk 1 m8 1 gw l i f I .2 .3 Ground , �v�, ,n. —A1A r 2 r.r. R - o eleY ✓ vv t avyi -nt - m �.iii, ,tail as 5 — - ., .8 100.63 ft 4 1 41-47 1 Oyr4 /3 I sl 2msbk mfr gw - 5 ; .6 Depth to 5 47 -58 7.5yr4/4 - gs Osg ml gw - 7 .8 limiting 6 58-140 7.5 4/6 _ s I Os I ml - t - .7 .8 factor 7.5yr4/6 $ >140 I I I I I Remarks. Cse Print) — – Signature Telephone _. etxxr 715- 246 -2454 nmental By Design Date CST Number Ref # 120th Street, New Richmond, Wl 54017 J/ Cj �/ r-/ 227397 269 r .PROPERTY OWNER ! SOIL DESCRIPTION REPORT ® Page 2 of 3 PAMEL 1.01 19 -2 8-19 -1250 En h+l By Deqi Horizon fi► Dort Munselll Qu. Sz Cont. Color Texture I Gr. Sz Shy_ ��n�Boundary I Roofs GPO11F Bed : Trench -� 1 n -7n 1 lhyrwi _ 01 1 f"r Mf - m y If I 6 2 20-40 ( 10yr4/3 I - I sH ( lcsbk I lnfi I gw I If I .2 .3 Ground eW 3 40-49 7.5y6/6 - s Osg ml gw - .7 ; .8 101.80 It 4 49-74 I 7.5yr4/4 I - cs Osg I ml gw - .7 .8 Depth to 5 74-140 7.5yr4/4 I _ s Osg I ml - - .7 i .8 limitirg factor >140 I I I Remarks: I I I I I I I I I Ground i elev I I I f I I I I Depth to limiting factor I I Remarks: Uround I I I I I I I I eW I I Depth to I I I limiting factor I Remarks: I I I I I I I I I I I I I I I I Ground eiev I I I I I Depth to limiting facer I I I I I I I Remarks: 11/10/1999 10:50 7152462801 TOM NELSON PAGE 02 WbWFJ ip Depadmen# of Commerce SOIL AND WE EVALUATION PBpe . 1 of 3 Division of Sorely and Build in atxord with Comm 83,05, MSa. Adm. Code - oeoesl ay Attach aompleb sits pbn qt paper not less am 8%x 11 it 3hm in aide. miter mo t � Wtude, but rxit tfti tt !o: vertical earl hotti MI ruferwwo pelt {lily! }, dMa@m MW S . Croix O dope. WX k a dWKWO onw, arrow, and louallm and dishowe m near w road. . _. _ . APP! - CANT INFORMATION - /°j6mw prirrrl#.�iJ il9ti�Wr. 192.8 - 19 - 42.50 fr YOU Pmv* m tea used for snn W0, Fgxmm OW" Lary. a 15,04 (1} (m)), By lO Pmperty f weer Properly L(r�Jarr Kootegia How= Cart. Ld S 114 NW IN S 1 9 T 28 N,R 19 W Property awmes WAV Addmw Lol # 81wdt # Stud Nan%* or CSW 7975 Am Rd g S Zip Cods PhoneNtrmber u Clly `Jalgle Tartu hit Rued Swint Paa1 MN 55123 Troy St An&ews I)iive Z New Conskruofion tka E ReWffi I Number of W Inmms 4 ` QAddikin In bu !kung ED Reylawmark ❑ Public orcatme dW dewille -- Cade D iflued daily flow 640 �A gpd Rdcomlrlended deign laadirg raM .7 bed. 8 Irertolr, gErdllt? + 9W M Mquk d 857 .. bBd lP 750 fresh, , ,e Maoc6 wM da!ig a loading ralB .7 bed, MW __L U elloh, OW f CantriBrld811 i1lfAlfdIlOA SUIfSOB 918V 011($) 46.70 - -- 4 (as rt11b ed fr1 8le Owl benalum AdmonW design ! sib 00 SO beat being done so as t0 ac =dM a duper systetit.._ -Same site pha ss 11 -13-97 for Dea i* C=whuctioft Parent rrrteedal LOESS OVER OUTWASi 1 SAND flood alit elevation if ilt:abin NA ft S= Sui18b16 fOr 8 fr Go uet►t at Mound in•G=nd Pm&u, AT-Grade Sychrm In Fill Molding Tack U=U nsubble f o r S y s t e m 0 s © U ®s o U u s❑ u ®s p u a s la 1) ❑ S ® U IL Dlr- 'C ItEPORT Dry Domka t Calor u :SUtx e OPEN Baring# lialimn in. Murlet�ll Ou. SL cont Colter Text t:r. Sz Sh. sizn Boundary Roofs and ; Ttendr iVytwl l - l �� 2tn�lc M& r 8W �f ,5 ,t4 ' r� !0;" - . ltq�: ttrd �+r if 2 3 Ground 3 45 -51 ` 10yr4/4 - s ` 088 m1 9w - S taierr 111 1: 4 51 -59 7.5yr _ is _ 2mssbk m* gw .7 8 Depth is S 54-72 7.5yir416 - 999 09 9 rd 80r 7 8 r�rt�r� � .� .s fedor 6 72-140 i5yr4/6 - s 039 - � 7llM .. ... Re a^w_ I 0-20 14yr2/ I - 1 2msbk Mfr gw 2f -5 .6 2 20628 10,yr414 I csbk m8 sw if _.2 ? 3 Gfound 3 28 I 10yT4/4 - la 2msbk ? — - ~- 1W, ft 4 41-47 10yr4/3 - 2nubk mfr 9w - .5 Depth to 5 47-59 7.5yr4/4 - 9 asg ud gW - 7 c 8 1 fautor 6 58 7.5yr4/6 5 Rell'iN'1rt+: �. �� ( .._.....� - - Signature: ... _ . - -- ._..._. -._ Trtiaghore -• -- — .. Tltmam C. Iti "o19vm 7115- 246 -2454 Addmw Enva+acrraenW ByllkMisa Date CST Numbw Refail 1432120th Sheik, New Ridurwnd, WI 54017 /,/ � "227397 X9 11/10/1999 10:50 7152462801 TOM NELSON PAGE 03 0vRJM' SOIL DESCM13 DEPORT P 2 of 3 PARCR,IDA „19-28- 9-1 - BnvimmwwMl Dwi HOrfmOn iA. A+6►wnWl Qu- $z, Dour. cow Tftue Or. Sx_ Sh. Boundary Roots Bad i Trench I 4 - 34 10:3!3 - s� lfgr r.. 2f - T_6 2 20401 10 t3 - � sg lcsbk VA gw if -2 i _3 Ground r 3 40-49 7_Syr5fS - s Osg tnl gw - .7 8 1000D11 4 49-74 7.5yr4/4 - Cs 08 n o gw - -7 A Ilmbv 5 74-140 7.5yr4/4 $ 0% =I - - _7 -9 factor aim RernsllXs: (around Depth sldv in facl�r Remarks. emarks: _ Ground else D" to - - Nmil�g r RL i i Ground dev t�ePth id — limiting i R ". WL*Minsin Department ofCommerce SOIL AND SITE EVALUATION Page 1 of 3 Division of Safety and Buildings in accord with Comm 83.05, Wis. Adm. Code Environmental BY Design Mach complete site plan on paper not less than 8% x 11 inches in size. Plan must County include, but not limited to: vertical and horizontal reference point (BM), direction and St. Croix percent slope, scale or dimensions, north arrow, an d n and distance to nearest road. Parcel I.D.# APPLICANT INFORMATION - P e lrin' Ali Info tion. Personal infornmiJon you provide may be used (PriviW s. 15.04 (1) (rn)). V y ' Dat Property Owner / ,►� Property Location Continental Develo meat Govt Lot SW 1/4 NW 1/4 S 19 T 28 N,R 19 W Property Owner's Mailing Address _ ' z i Lot # Block # Subd. Name or CSM# 12301 Central Avenue NE t 230 w' 8 Troy Village City St 'p Code , '�9 mber ❑ City ❑ Village ®Town Nearest Road Minneap rf94� 756$ f Troy St Andrews Drive ® New Construction Use: ideiaVt Mliliblgrb` drooms 4 []Addition to existing building Replacement F, Pub r describe Code Derived daily flow 600 gpd Recommended design loading rate .7 bed, gpd4t .8 trench, gpdM Absorption area required 857 bed, fe 750 trench, ft2 Maximum design loading rate .7 bed, gpdr .8 tr ench, gpdff Recommended infiltration surface elevation(s) 9 4 • o *1411lit is& ft (as referred to site plan benchmar Additional design / site consideration This is an addition to a report done for Derrick Construction on 11/13/97 Parent material Loess Over Glacial OutWash Flood plain elevation, if applicable NA ft S- for system Conventional Mound In -Ground Pressure AT -Grade System in Fill Holding Tank U= Unsuitable for system E S E.] r3 r S r O a S r C r c! tJ r! S t! Q S !Y? !! SOIL DESCRIPTION REPORT Horizon Depth Dominant Color Mottles Texture Structure Consistenc Boundary Roots GPD1ft2 Boring# in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. Bed ; Trench �y 1 10yr2 /1 � - _ 1 I 2msbk I m fr I g I 2f I .5 .6 -.- - 2 1 1141 1 1Oyr4 /4 - sit 2msbk mfr gw if .5 i .6 Ground 3 41 -50 7.5yr4/4 - s Osg ml gw - .7 .8 elev 101.40 ft 4 50 -60 7.5yr4/6 - gs Osg ml gw - 7 8 Depth to 5 60 -96 7.5yr4/6 - s Osg ml - - 7 .8 limiting factor X96 Z•`f Remarks: ,j 1 0 -15 10yr2 /1 - 1 2msbk mfr gw 2f .5 i .6 2 15 -39 10yr4/4 - sir 2msbk mfr gw if 5 6 Ground 3 3949 7.5yr4/4 - s Osg ml gw - .7 .8 elev 100.50 ft 4 49 -60 7.5yr4/6 - gs Osg ml get - .7 .8 Depth to 5 60 -96 7. Syr4 /6 - s Osg ml - - 7 8 limiting factor >96 � 1 • Remarks: CST Name (Please Print) Signature: Telephone No. Thomas C. Nelson 715- 246 -2454 Address Environmental By Desi Date CST Number Ref # 1432 120th Street, New Richmond, W"I 54017 6%18%99 227387 237 t_1, z [KV i 6N 1432 120` STREET, NEW RICHMOND, WISCONSIN 715- 246 -2454 Tom Nelson Certified Soil Tester 227387 --- Registered Sanitarian SR00713 IDAjSL10P k Lu� b - Troy UM&C -c. 06 3 ti s6 � 4 101.10 62 boo, 45 100,50 �le� 4�,uns I,L,3 SCALE 1 = s o Tom Nelson BM 1. Ta o I Ie0 16 D BM p O F Power Oq 8 Wisconsin Department of Industry SOIL AND SITE EVALUATION '4aboi vqs rHuman Relations Page of LYwision of Safety and Buildings in rY e with s. ILHR 83.09, Wis. Adm. Code Attach complete site plan on paper not lesa'4han 8 1/2 x fiches in size. Plan must County Si / 1. � irlplude, but not limited to: vertical and h zontal ref , direction and J T ro i v percent slope, scale or dimensions, no arrow, and o distance to "nearest road. Parcel I.D. # _. APPLICANT INFORMATION - �iease printalll f` r 417 - fion. Reviewed by Date Personal information you provide may be used for secondary purposes'tPrivacy Law, s. 15.04 (1) (m)). ', • j j • 9 Property Owner n . Property Location C. o L U 1 Govt. Lot _S W 1/4 rl411/4,S 19 T 4 8 ,N,R 1 9 E (or) W Property Owner's Mailing Address Lot # Block# Subd. Na ^e or CSM# l Soy H wy (o I U.� U.Ila, -R— City State Zip Code Phone Number ❑ City To Nearest Road Y 'e,)R ktmoj W I SL4017 (JIS ).24(P - 2 3 2 $ {. �n�r2�as Dr New Construction Use: Residential/ Number of bedrooms —/ Addition to existing building ❑ Replacement ❑ Public or commercial - Describe: Code derived daily flow oo gpd Recommended design loading rate • 7 bed, gpd/ft • 8 trench, gpd /ft Absorption area require , b bed, ft 7 S U trench, ft 2 q Maximum design loading rate 7 bed, gpd /ft trench, gpd/ft Recommended infiltration surface elevation(s) ! `/• i (n� ft (as referred to site plan benchmark) Additional design /site considerations �c .i 121t1 Parent material o vation if a plicabl _ ft S = Suitable for system Goav Mound In- Ground Pressure AT-Grade System in Fill o ingTaal� U = Unsuitable for system X S El U IV S El U I S El U El S u U ❑ s (I U ❑ S 9 U Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD /ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed ,Trench I 0 -16 Iv Rz t rioe\.e 2mS6{{ 1"IQ w Z 6 Z ti ly S csb K Ground 3 45 -5) I b Y '41-4 rt ° r S 05 r1 W F �7 ele . S i -S 7•S Ll G n o n 1 S U s c S 0 59 V I w n eL Depth to �[ p limiting 7 2.. y 7 S t { (i h O r` i 0 S r f Yl l} n 4 , 7 ' 8 t� s iz Remarks: Boring # 6 -20 Iv If 0- 3 1 n n l 2 r► 56k (n P w ZF •S 1 cl� 2 lo-19 tu R q/ b 0 V eSbK Lj 2 8- 1 7. S y R- 't/ n o , IS 0 >5 n r Ground L j 4 1- 1 1 o TC 9 3 n o n A S I 0 S M �^ � r j t4 /3 elev. S y 7_ $ ?, S X1 n o .. $ t) S M I cJ n^ 7 ,$ t oo L3 (o S g 7. 5 1, n s s s I jj vj K, - 7 . epth to limiting ` )W in. in. Remarks: CST Name (Please Print) Signature Telephone No. o r-� 45 n -9- Address Date CST Number I 12 13 - a I PROPERTY OWNER SOIL DESCRIPTION REPORT Page w `� PARCEL I.D.# Bonn # Horizon Depth Dominant Color Mottles Structure 2 Boring Texture Consistence Boundary Roots in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed , Trench jo 2 3 ► r1�-�t 5 1 ► r rlFr 5 Lj 2 6'4.0 1 O R q rj u'I t S 1 G S 6 K r► 1 >^ , 2 Ground q -C M 7.5 SIG h ° -%{ S 05 -7 ej 00 Z n. L4 49- 7. h o h A e S 0 55 rn I w A 4 7 � Depth to S 7 `�� 1 O 7 S ` f ►-� o n, c S 05 limiting ; fa c t o/ 7 1 L)t in. Remarks: Boring # Ground elev. n. Depth to . limiting , factor in. Remarks: Horizon Depth Dominant Color Mottles Structure GPD /ft Texture Consistence Boundary Roots in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed , Trench Boring # ; Ground elev. n. Depth to limiting factor in. Remarks: Boring # Ground elev. n. Depth to limiting factor in. Remarks: SBDW -8330 (R. 08/95) RoPERT�c OWNER DESCRIPTION REPORT Page ARdEL I.D.# bring,# Horizon Depth Dominant Color Mottles Structure 2 in. Munsell Qu. Sz. Cont. Color Texture Gr. Sz. Sh. Consistence Boundary Roots Bed ,Trench lid 3 I O -2n (Q 2 31 -k o- 5 1 I rl rr cJ tF .5 2 6 - 40 10 Y IL q h' -A r 5 .1 1 C56 ri P/ wound ' o - qq 1.5 S hol ° s 05 l I 5 .J (1 A- .'7 ft� L4 49 - 7- S �� V% o h o C S 055 n I to S 14 -Io 7. S `� +-� unrc S 05 1 :.8 miting pct '0 in- Remarks: 3oring # Ih hound lev. Depth to miting actor _in. Remarks: Horizon Depth Dominant Color Mottles Structure GPD /ft Texture Consistence Boundary Roots in. Munseli Qu. Sz. Cont. Color Gr. Sz. Sh. Bed ,Trench 3oring # C1 3round ; NOV. tt. , Depth to imiting actor ' Remarks: 3oring # F 1 .round lev. Depth to miting actor — ' n • Remarks: 'BDW -8330 (R. 08/95) VOL 129`3 PAGE 189 w oo AFFIDAVIT OF CORRECTION TROY VILLAGE REGIST R'S OFFICE I, James D. Filkins, Registered Land Surveyor, ST. iiva d d for C P.ycor CO WI for S -2246, hereby certify that the Plat of Troy Village, recorded in Volume 6 of Plats, Page FEB 041998 89, Document No. 559959, St. Croix County 9.30 A M Registry, located in the Town of Troy, St.�� `� Croix County, Wisconsin, shows Note No. 5 on Re later of Dead Sheet 2 which states "The following Lots must have mound systems: 1 through 10, 15, 16, 18, 19, 21 through 45, 47 through 49, 51 through 55, 59 through 64, 69 and 70." This note is hereby changed to read as Francis H. Ogden follows: Ogden Engineering Co. 113 West Walnut St. "The following lots must have mound systems: River Falls, WI 54022 1 through 5, 16, 18, 19, 21 through 45, 47 through 49, 51 through 55, 60 through 64, 69 and 70." Dated this 3 day of B2y}fZY , 1998 Parcel I.D. Number � I m om!! /II Ja D. Filkins S -2246 `SCO V, � i i I State of Wisconsin ) HUMS � ss . 8.224 County of RIVER FALLS, �i � suR� •,���' VA Personally came before me this //�� day of 11 �! a tnraa "`� �L_ y 1998, to me known GL , to be the person who executed the foregoing instrument and acknowledged the same. My mmi ' on Expires $ - 00 / O NOTARY ST. CR IX COUNTY 4� PUBLIC APPROVAL CERTIFICATE �F wis Approved for recording by the St. Croix County Zo fice Date 2- 98 A. 1 4414 This instrument was drafted by James D. Filkins, Ogden Engineering Co. 113 West Walnut Street, River Falls, Wisconsin 54022 SAFETY & BUILDINGS DIVISION State of W*eexsM Depart t p Coiit►rrfe January 27, 1998 �r` ? .d� ':� Field Operations Bureau } 13 East Spruce Street Chippewa Falls, WI 54729 s �Pq?n THOMAS C. NELSON ENVIRONMENTAL BY DESIGN 1432120TH STREET NEW RICHMOND WI 54017 RE: PLAN ID 46516 FEE RECEIVED 80.00 TROY VILLAGE LOT 8 PLAT ID 20751 SW, NW, 19, 29, 19W TOWN OF TROY COUNTY OF ST CROIX MOUND RESTRICTION WAIVER The Department has reviewed the above - referenced submittal. The Department has reviewed the request to waive the restriction on the above referenced property. This request is supported with information that indicates this property is acceptable for development with a below grade soil absorption type private sewage system. Therefore, the Department waives the above mentioned restriction and has no objection to the development of this property provided that the private sewage system is constructed in accordance with the applicable requirements of Chapter Comm 83, Wisconsin Administrative Code. Conditional approval is hereby granted to waive the mound system restriction provided the following condition(s) are met: 1. That the release and waiver of this lot restriction be incorporated into a correction instrument under s. 236.295, Wis. Slats. This should eliminate future questions regarding the restriction on the recorded plat. 2. That land surface area for both an initial and replacement below grade soil absorption system be set aside for use. Said areas shall be at least 50 feet from any well, 25 feet from any habitable building or dwelling or building with a below grade foundation, 5 feet from any lot line, and shall not be within or below a compacted area. This approval does not include review of the design for the proposed private sewage system. All other applicable criteria, as contained in chapter Comm 83, Wisconsin Administrative Code, must be met prior to issuance of the sanitary permit for a project at this site. All permits required by the city, village, township or county shall be obtained prior to installation. r SAFETY & BUILDINGS DIVISION State of Wisconsin Department of Commerce January 27, 1998 Lot 8, Troy Village Page 2 of 2 Inquiries should be directed to me at the telephone number listed below. Please refer to the plan number shown above. Sincerely, Vy G. Jansky Wastewater Specialist, Senior Ijansky @commerce.state.wi.us E-mail (715) 726 -2549 Fax (715) 726 -2544 Voice CC: DOA - Plat Review St. Croix County Planning and Zoning SBD -7997 (R.11/96) r -isco'rtstn jepanm*nt of Industry. SOIL AND SIT EVALUATION REPORT Page y _ of I_ Labor and Human Relations Ewsston of salow a 8uddtng3 in accord with !LHR 83.05 Wis. Adm. Code COUNTY Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must include, but ST. CROIX not limited to vertical and horizontal reference point (8M), direction and % of slope, scale or PARCEL I.D. r< dimensioned, north arrow, and location and distance to newAS road. APPLICANT INFORMATION – PLEASE P IIW drSiyl ON REVIEWED 13Y GATE PROPERTY OWNER: PROPERTY LOCATION E 1/2S 24T 28 NR 20 W TOM RUEMMELE & JOHN AND B U ]VED LOT 114 1/2S 19T 29 NR 1 9 -) W PROPERTY OWNERS MAILING AODAESS T K6('!He SUED. NAME OR CSM 260 COUNTY ROAD F ��{� 1 TROY VILLAGE CITY, STATE 7JP CO PHON%t#*gX CITY I OWN NEAREST ROAD HUDSON WTSCONSTN 540 (7l OY pQ New Consmx:tion Use ] ROW if at 4 Addition to existing btakiing L ] R eplacement ( ] Public or co Code derived da f now 600 gpd Recommended design loading rate bed. gpdnt trertdt, gpolft Absorption area required 5aO bed, ft _04 trend,, ft Maximum design loaatiing rate O• S bed, gptim D• 6 trend,, gpdm Recommended infiltration stutam elevation(s) BY DESIGNER ft (as referred to site plan benchmark) Additional design / site considerations ND TE S D^/ pij5; 3 Parent material Z�oe4;5 7166 1 a Rood plain elevation, if applicable N/A ft $ Suitable for system CONVeMONAL MOUNO INGROUNO PRESSURE AT.GRADE SYSTeA IN FU HOLDWG TANK u= Unsuitable for system ❑ S S U I ff S❑ U 0 S Er Cl S N U 1 Q S U I ❑ S C'U SOIL DESCRIPTION REPORT Horizon Depth Dominant Color I Mottles Texture Structure Corisistoncs 8 Roots GPD /ft in. Munsell Cu. Sz Cont. Color Gr. Sz. Sh. 8ed ITn�rtdt Boring # Al 0 -12 10YR 3/2 - -- is lcsbk (mvfr as 2vfA 0.7:0.8 569" A2 12 -30 10Y& 2/ 1 - -- I 2msbk mfr cw 2vf –i 0.5:0.6 B1 30 -47 10YR 4/3 - -- is lcsbk mvfr I_cw lvf 10.7 !0.8 Ground elev. B2 1 47-70 110YR 4/6 cld SYR 5/8 sil 2m –cabk mfr as lvf - -- 8 96.5 ft. Depth to C 1 70-80 10YR 5/6 - -- s Osg IM1 - -- lvf - -- limiting � I factor I I 47" 7 Remarks: Boring # A –17 10YR 3/1 - -- 1 2msbk mfr aw 2vf 0.50.6 57 B1 17 -28 lOYR 4/4 - -- sl 2msbk mfr cw 2vf 0.5 0.6 B2 8 -36 OYR 5/6 - -- sil 2mabk mfr cw 2vf 0.5 0.6 Ground 9 �, C1 6 6-48 � .5YR 4/6 - -- is lcsbk mvfr cs 2vf .7 0.8 8 C2 8 -72 oY 6 - -- - -- of 0.7 0.8 De pth .6 to limiting factor 772" T_ Remauks: _ Names —PIw. Pn+e JAMES 0 FXKNS (715) 425 -7831 OGDEN ENGMIEERING CO., 113 WEST WALNUT ST., RIVER FALLS, WI 54022 S'ignaWre: Date: 1 /o p 7 CSTM03988 PROMMONNER Sall OESCSIPTION REPORT Page r Mr.M.I.O. y_ as= Dominant Cwor ' M019e3 Texture Suu=re ' Roo GPCitt- 8onnq �+ Nonzon+ gin. I MUnsell C1u. Sz. carts Color I Gr. Sz. Sh. I I 3eo renQt 5rl A I0 -14 110YR 2/2 I - -- 1 12msbk Imf r Icw 12vf —f1 0.5 10.6 B1 14 -23 110YR 4/4 I - -- Icl 2mabk Imfi Igw 2vf I0.4 p.5 Gtourid B2 123 -32 110YR 5/6 ) - -- I sl lcsbk Imvfr Ics 2vf 0.4 b.5 eMr. C I32 -72 lOYR 5/6 1 - -- s IOsg Iml I - -- of 1 0.7 0 .8 896_5tt. Deom to I I I I 1 �. fatsar I I I I I I I 1 7 _?_ Remy ":- Boring # I I I Ground elev. ft I I I Oepm to limning factor Remarks: J Goring I I I 1 I I I 1 I I I Ground elev. ft. I I I Depth to limning I factor Remarks: Boring # I Ground elev. ft. 000 to limiting factor 1 I Remarks: s1313- eaao1R.06=1 PAGE 3OF3 SITE PLAN ❑ a- s6 9 _ /� Gv /OE UTiG iTY h ®T 3 I W SS / Z- B��/cL//I'��,e� /N SP.QvcE BEd = 899,Z¢. NOTES: PROVIDE MINIMUM OF 1' SAND BETWEEN BOTTOM OF BED AND EXISTING GROUND. MOUND TO BE A MINIMUM OF: 25' FROM DWELLING; 50' FROM WELL; 5' FROM LOT LINE. 6 rA& OGDEN ENGINEERING CO. JAME FILKINS, CSTM03988 Civil Engineers & Land Surveyors \ 113 V; . Walnut St. River 425 -7631 Falls, WI 54022 DATE: V�ficorvn SOIL AND $IT EVALUATION REPORT Page I_of_ ,�cc�r�bor and Human Aefauons 'Otv�san of Safety s Buildings in accord with ILHR 83.05. Wis. Adm. Cade COUNTY Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must include, but ST. CROIX not limited to vertical and horizontal reference point (9M), dir pe, scale or PARCEL 1.0. dknenwoned, north arrow, and location and distance to APPLICANT INFORMATION— PLEASE PRINT L Fa M REVIt_1NE08Y GATE A�1 O N PROPERTY OWNER: PRO LOCATION E 1/2S 24T 28 NR 20 W TOM RUEMMELE & JOHN AND BARB R rs GOVT. vw 1 /2S 19T 29 NR 19 - 61«) W PROPERTY OWNER':S MAILING AOORESS T 0 I SLIBO . NAME OR CSM >r 260 COUNTY ROAD F '"" 8 TROY VILLAGE CRY, STATE ZIP C00E P M VINC� v�l _ ILLAGE OWN NEAREST ROAD HUDSON W 54016 (71 —g902 A►1>rfFS �A?rCt./a (� New Construction Use (K J Residential ! Number of ( ( Addition to existing blinding l ( Replacement ( Public or commercial describe Code derived daily now 600 gpd Recommended design loading rate bed, gpolft trencCh. gpd1ft Absorption area required „ aQ bed. ft ..$o trench, ft Maximum design loading rate D. S bed, gpdm D• G trench, 9pM1 Recommended infiltration surface elevation(s) BY DESIGNER ft (as referted to site plan benchmark) Additional design I site considerations '5;eg NOTE S DA/ 3 Pawt maleial OlJ Tui/"& Flood plain elevation, if applicable N/A ft S - Suitable for system CONVENTIONAL MOUNO I N- GROUND PRESSURE AT-GRADE SYSTEM IN FILL HOLDING TANK U= Unsuitable for system I❑ S (BU I cgs O U ❑ S 9 I Q S 19U I Q S caU 1 S NU SOIL DESCRIPTION REPORT Depth Dominant Color I Mottles Structure GPD /ft [Horizon Texture C e in. Munsell Qu. Sz. Cont Coles Gr. Sz. Sh. Bed Mmndh Boring # Al 0 -12 10YR 3/2 - -- is lcsbk Imvfr as 2vf— 0.70.8 564`< A2 12 -30 10Y1t 2/1 - -- 1 2msbk mfr cw 2vf —i 0.5'0.6 Bl 30 -47 1 10YR 4/3 - -- is lcsbk mvfr I.cw lvf 0.7 0.8 Ground elev. B2 47 -70 10YR 4/6 cld 5YR 5/8 sib 2m —cabk mfr as lvf - -- - -- 8 96.5 ft. Depth to C 1 70-80 10YR 5/6 - -- s Os ml - -- lvf - -- limiting factor 47" Remarks: Boring # A 1 9-17 10YR 3/1 - -- 1 1 2msbk mfr l aw 2vf— 0.5:0.6 E3 B1 17 -28 10YR 4/4 - -- sl 2msbk mfr cw 2vf 0.5 0.6 B2 8 -36 OYR 5/6 - -- sil 2mabk mfr cw 2vf 0.5 0.6 Ground C1 6 -48 .5YR 4/6 - -- is lcsbk mvfr cs 2vf .7 0.8 89 6 ft Depth to C2 8 -72 OYR 6 los sz M1 - -- lvf 3.7 0.8 limiting faCtar 72" Rernatks: Name: - ae se Print JAMES D. FILKINS �' (715) 425 -7831 OGDEN ENGINEERING CO., 113 WEST WALNUT ST., RIVER FALLS, WI 54022 g � Oauc ¢ d CST 7 CSTM03988 PROPER V OWNER SOIL OESCMPTION REPORT Page mot 3 PAF�S I.D. r Oetmt Oamrnant CJtaf Moores Texture Sw=re .��'��, Roo GPr)/tt` g a Hanzon+ in I MunseH C1u. Sz. rant C�or I I Gr. Sz. Sit. I Sec rrenat 571 .,E A I0 -14 110YR 2/2 2msbk mfr cw 2vf -f1 0.5 10.6 B1 14 - IlOYR 4/4 1 - -- Icl 2mabk Imfi Igw 2vf 10.4 �0.5 Giound B2 123 -32 I10YR 5/6 I - -- Isl (lcsbk mvfr Ics 2vf 0.4 b.5 896 5tt. C I32 -72 lOYR 5/6 I - -- Is IOsg Iml I - -- of 10.7 0.8 0" to ' I I i R oman= Bonng # ( I 1 I I I I x ;q GtouM elev. ft. I I I 080 to limiting factor I I I I 1 !remarks: Boring I I Ground I I I I elev. ft. 1 Depth to limiting I facto I I I 1 Remarks: Bonng Grotutd e1w. ft 0epth to rrmfing radar R emarks: ` 38Ca�OtA.OaIOZf I �l" * PAGE 3 OF 3 SITE PLAN — _ S T, .4��v�s �s� -.e,�w SC ALE: 1 " = 40' Al T Y 3.6 s� o PE a B- 5 � I h 0 Z 45P7- 8 W 0 e-5771 5S / L Cdr � Nei /G /A/ NOTES: PROVIDE MINIMUM OF 1' SAND BETWEEN BOTTOM OF BED AND EXISTING GROUND. MOUND TO BE A MINIMUM OF: 25' FROM DWELLING; 50' FROM WELL; 5' FROM LOT LINE. OGDEN ENGINEERING CO. JAME ' . FILKINS, CSTM03988 Civil Engineers & Land Surveyors � 113 W. Walnut 5� 425.76315 WI 54022 DATE: / I k•: w K ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Owner/Buyer E e' j 4z6V 4C- Mailing Address _ �-1 - 7 9 AfT° Fo,4p 1 WocpporZY N ty . . SS Isg Property Address O'' -A0? M UJ5 vp U e (Verification required from Planning Department for new construction) City/State �l,U ( Parcel Identification Number E4y ' 1 ' g ' coo LEGAL DESCRIPTION Property Location %., Ulf '/4, Sec. LJ, T N -R_IIW, Town of Subdivision ��T' �'� �'� U I L Lot # Certified Survey Map #^^ , Volume , Page # Warranty Deed # 6 G � ��- ( , Volume Page # Spec house ❑ yes f �' no Lot lines identifiable yes ❑ no SYSTEM MAINTENANCE Improper use and maintenance of your septic system could result in its premature failure to handle wastes. Proper maintenance consists of pumping out the septic tank every three years or sooner, if needed by a licensed pumper. What you put into the system can affect the function of the septic tank as a treatment stage in the waste disposal system. The property owner agrees to submit to St. Croix Zoning Department a certification form, signed by the owner and by a masterplumber, journeyman plumber, restricted plumber or a licensed pumper verifying that (1) the on -site wastewaterdisposal system is in proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is less than 1/3 full of sludge. I/we, the undersigned have read the above requirements and agree to maintain the private sewage disposal system with the standards herein, as set by the D ent of Commerce and the Department of Natural Resources, State of Wisconsin. Certification Stating t y eptic system s been maintained must be completed and returned to the St. Croix County Zoning Office within 30 da of a ee y ar te. l I'M SIGNA OF APPLI DATE O RT CATION I( e) c fy that all tements this form are true to the best of my (our) knowledge. I (we) am (are) the owner(s) of e d a ve y virtue f warranty deed recorded in Register of Deeds Office. S A OF APPL ANT DATE « * « « «* Any Lion that is mis- represented may result in the sanitary permit being revoked by the Zoning Department. « * * « «« ** Include with this application: a stamped warranty deed from the Register of Deeds office a copy of the certified survey map if reference is made in the warranty deed • `� 1431PAGE 88 II STATE BAIh or WISCONSIN ronM 2 -1996 604221 DOCUMENT NO. WARRANTY DEED KATHLEEN H. WALSH REGISTER OF DEEDS _ ST. CkOIX CO., WI _1'r evelo Cor_p ora t iion, a riinnesota RECEIVED FOR RECORD Corporation, Grantor 06 -03 -1999 8:00 AM conveys and warrants to WARRANTY DEED Kootenia Homes, Inc. EXEMPT R CERT COPY FEE: COPY FEE: TRANSFER FEE: 173.70 -- - RECORDING FEE: 10.00 - -- - PAGES: 1 the following described real estate In St. Croix County, _ State of Wisconsin: nETUnN TO I.,ot 8 of the Plat of Troy Village in the Town of Kootenia Homes, Inc. Troy, St. Croix County, Wisconsin. 7975 Afton Road Woodbury, MN 55125 -1544 Subject to Declarations of Covenants, Conditions and Restrictions for Troy Village, recorded in Vol. 1211, Page 256, as Doc. No. 559961, and D yb - la ve/- o - -once the Declaration of Golf Course Covenants, Parcel Identification Number (PIN): Conditions and Easements, recorded in Vol. 1211, Page 301, as Doc. No. 559969, all as appearing in the office of the Register of Deeds for St. Croix County, Wisconsin, and such other easements, reservations, restrictions and reservations of record, or in use, and obligations contained in the Purchase Agreement for this lot. This is not homestead property. (is) (is not) Exception to Warranties: Dated INSf (/ 28th _ day of Ma 19 99 7 ti � CC J Z-- _ (SEAL) (SEAL) Kathy M. Coou Vice President • Troy Development Corporation (SEAT_) (SEAL) AUTHENTICATION ACKNOWLEDGMENT MINNESOTA Signalure(s) S TAT E OF W46C4) ri ss. _ Anoka County. authenticated this day of ,19 Personally came before me tills 28th day of May ,19 99 the. above named KathyM. Co Vice P resident Troy Development C'orpn TITLF: MEMBER STATE BAR OF WISCONSIN _ (11 1101, — __. In me known to be flip person who executed the aulhort7ed by § 706.06. Wis. Slats.) foregoin instrument and a no e e the same. TATS ii4sTnixiFNT WAS DnArTED BY T _T ROY DEV COR _P_O_ RATI O_N_ ` • N_a _c L . _ gift _ __ _.__ Notary Public Anoka Count'144191MI (Signatures may be aulhenlicnled or acknowledged Both are not My Commission Is permanent. (11 net, state expiration necessary.) dale: January 31 r psR OOO . Nomne el 1 }lattinq In any Cnparily shoulA he lyped at ptinlnd below IhPIP ^Ign•dntnc SB2 NTF 0071A WAnnANTY DEED STATE nAn or WISCONSIN Norco Forms, P.1}. Pox 10208, OreenBay, WI 54307.0200 rmrn ?in 2 -- 1998 NANCY L. CLIFT Notary Public - Minnesota ANOKA COUNTY My Cryfnn }Isslon Expires Jan. 31, 2000 w I- < V) to z i � �_ 2Q� W 3`-p U CF-_J p —� \WW p Z U< W (n m 0 00 < r HF- z<F - =W VI n ui Z — aw� ZHX- NW OQOF W OOm ^(�F- W M N Q e - O - —U - ODZF- \ \L�WXC��r O M_ (nWa� � O(n —Z(n. 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